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Study on Dynamic Response Law of Gas Pipeline under Tunnel Blasting Seismic Waves
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Zi-yu WANG1, Sheng-lin LI2, Li LI3, Tian-long LING4, Shu-feng LIANG2, Xu SUN2
Blasting | 2024, 41(3) : 212 - 221
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Blasting | 2024, 41(3): 212-221
BLASTING SAFETY
Study on Dynamic Response Law of Gas Pipeline under Tunnel Blasting Seismic Waves
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Zi-yu WANG1, Sheng-lin LI2, Li LI3, Tian-long LING4, Shu-feng LIANG2, Xu SUN2
Affiliations
  • 1.Beijing Urban Express Rail Construction Management Co., Ltd., Beijing 100027, China
  • 2.School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • 3.Beijing Uni-Construction Group Co., Ltd., Beijing 100029, China
  • 4.College of Mechanical and Architectural Engineering, Taishan University, Tai'an 271000, China
Published: 2024-09-01 doi: 10.3963/j.issn.1001-487X.2024.03.025
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The blasting dynamic response of the gas pipeline and surrounding soil during the excavation of the cross passage at the entrance and exit C of Jinding Street Station of Beijing Metro Line 11 was analyzed using the finite software LS-DYNA. The numerical model's accuracy was confirmed by comparing it with blast-induced vibration data from on-site surveys. The study focused on the dynamic response of the buried gas pipeline to tunnel blasting, considering factors such as different cutting hole delay times, single hole charge, and soil properties. The results indicated that the peak particle velocity (PPV) from the numerical model was within 20% of the field test data. The PPV and peak effective stress (PES) of the pipeline were highest at the side back of the explosion source. A linear relationship between PPV values of the surface soil and the pipeline was observed when the horizontal distance from the tunnel center exceeded 3m in the axial direction of the gas pipeline. The PPVs and PESs on the cross-section of the gas pipeline did not change significantly with increasing delay times between cutting holes. Furthermore, increasing the charge of the cutting hole from 0.2 kg to 0.6 kg led to an increase of 0.5~2.5 times in PPVs and 0.5~1.5 times in PESs. The soil type around the gas pipeline also influenced the peak combined vibration velocity and effective stress, with silty clay having the greatest impact, followed by clayey silt, and then miscellaneous soil.

tunnel engineering  /  blasting vibration  /  gas pipeline  /  vibration response  /  numerical simulation
Zi-yu WANG, Sheng-lin LI, Li LI, Tian-long LING, Shu-feng LIANG, Xu SUN. Study on Dynamic Response Law of Gas Pipeline under Tunnel Blasting Seismic Waves[J]. Blasting, 2024 , 41 (3) : 212 -221 . DOI: 10.3963/j.issn.1001-487X.2024.03.025
  • Shandong Provincial Natural Science Foundation(ZR2020QE266)
Year 2024 volume 41 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.03.025
  • Receive Date:2023-01-07
  • Online Date:2026-03-20
  • Published:2024-09-01
Article Data
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History
  • Received:2023-01-07
Funding
Shandong Provincial Natural Science Foundation(ZR2020QE266)
Affiliations
    1.Beijing Urban Express Rail Construction Management Co., Ltd., Beijing 100027, China
    2.School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
    3.Beijing Uni-Construction Group Co., Ltd., Beijing 100029, China
    4.College of Mechanical and Architectural Engineering, Taishan University, Tai'an 271000, China

Corresponding:

LING Tian-long (1985-), male, Ph. D, Lecturer, mainly engaged in rock fragmentation mechanisms and blasting simulation, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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